Comment On Energy-Efficient Alternative for Different Types of Traditional Soil Binders

IF 0.7 Q4 MECHANICS
Himanshu Jangde, Farhan Khan
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引用次数: 0

Abstract

Abstract Due to urban sprawl, the demand for land has increased for the purpose of construction. It is unlikely that soil available at different construction sites will be suitable for designed structures. For improving the load-bearing capacity of the soil, different soil binders are used, which are present in distinct states. In this review, the authors have collected details about various binders, which are generally used in the soil stabilization, and their effect as a binding agent on the soil. In this article, the authors tried to review different traditional binders. After studying various research articles, the authors found that lime, ground-granulated blast slag (GGBS) polypropylene, polyurethane grouting, and asphalt mix are frequently used binders. However, the authors also gathered information about the negative environmental impact of these traditional soil binders, which led to the need for alternatives to these commonly used soil binders. To diminish this issue, different alternate hydraulic and non-hydraulic binders are discussed. The authors found alternatives to cement and lime with the alkali-activated material consisting of Na2O and silica modulus and belite-calcium sulfoaluminate ferrite, which is also known as “Aether™.” According to the research, both alternatives emit 20–30% less CO2 into the environment and also improve the compressive strength of the soil. The various studies promotes bitumen modification. Incorporating 20-mesh crumb rubber and bio-oil into the bitumen reduces its viscosity and improves its fatigue value. When waste oil is mixed with asphalt, it revitalizes the bitumen, improves fatigue resistance, and increases compressive strength. The soil particles treated by Eko soil are held together by enzymes, which give them the same strength as cement. Apart from that, low-carbon binders such as basic oxygen furnace slag, bamboo fiber, enzyme-based soil treatment, zebu manure for stabilization, and lignin-contained biofuels and coproducts are discussed. Replacing these traditional binders helps with energy savings. All waste products are recycled, and energy is saved by not manufacturing traditional binders. Additionally, energy is saved, which is required to avoid the detrimental effects of these conventional binders, making them energy-efficient alternate binders. The authors also summarize the methods used, impacts, and changes that occur in soil properties after using substitutes in place of traditional binders. From the review, the authors determined that different binders have various properties in terms of chemical and physical compositions, and they show different variations in terms of strength when added to soil with low bearing capacity or poor stability.
不同类型传统土壤粘结剂的节能替代技术综述
摘要由于城市蔓延,对建设用地的需求增加了。不同施工现场可用的土壤不太可能适合设计的结构。为了提高土壤的承载能力,使用了不同状态的土壤粘合剂。在这篇综述中,作者收集了通常用于土壤稳定的各种粘合剂的详细信息,以及它们作为粘合剂对土壤的影响。在这篇文章中,作者试图回顾不同的传统活页夹。在研究了各种研究文章后,作者发现石灰、磨细矿渣(GGBS)聚丙烯、聚氨酯灌浆和沥青混合料是常用的粘合剂。然而,作者也收集了有关这些传统土壤粘合剂对环境的负面影响的信息,这导致了对这些常用土壤粘合剂的替代品的需求。为了减少这个问题,讨论了不同的替代水力和非水力粘结剂。作者发现了水泥和石灰的替代品,其碱活性材料由Na2O和二氧化硅模量以及贝利特-硫铝酸钙铁氧体组成,也称为“Aether™.” 根据研究,这两种替代方案向环境中排放的二氧化碳都减少了20-30%,还提高了土壤的抗压强度。各种研究促进了沥青改性。在沥青中加入20目橡胶屑和生物油可以降低其粘度并提高其疲劳值。当废油与沥青混合时,它使沥青恢复活力,提高抗疲劳性,并提高抗压强度。Eko土壤处理过的土壤颗粒通过酶结合在一起,使其具有与水泥相同的强度。除此之外,还讨论了低碳粘结剂,如碱性氧炉渣、竹纤维、酶基土壤处理、用于稳定的泽布粪肥以及含木质素的生物燃料和副产品。更换这些传统的粘合剂有助于节省能源。所有的废品都被回收利用,并且通过不制造传统的粘合剂来节省能源。此外,还节省了能源,这是避免这些传统粘合剂的有害影响所必需的,使它们成为节能的替代粘合剂。作者还总结了使用替代品代替传统粘合剂后所使用的方法、影响和土壤性质的变化。根据这篇综述,作者确定,不同的粘合剂在化学和物理成分方面具有不同的性质,当添加到承载力低或稳定性差的土壤中时,它们在强度方面表现出不同的变化。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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